Laserfiche WebLink
CRIPPLE CREEK & VICTOR GOLD MINING Co. <br />ANGLOGOLD ASHANTI (COLORADO) amec.` <br />SQUAW GULCH (VLF) WEEKLY REPORT foster <br />wheeler <br />Owner: Cripple Creek & Victor Gold Mining Co. Project Number: 74201125N0 <br />Project: Squaw Gulch Valley Leach Fill (VLF) Week Ending: September 12, 2015 <br />Location: Cripple Creek & Victor Gold Mine, CO <br />Contractor: Ames Construction, Inc. <br />Reporting Period: 9.6.2015 through 9.12.2015 <br />Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />FF <br />D=Day Shift N=Night Shift <br />W= Weather <br />Ambient Temperature Ranges During Week Weather Conditions During Week: <br />Highs: 64°F to 72°F Cloud Cover: Partly Cloudy to Mostly Cloudy <br />Lows: 42°F to 47°F <br />Precipitation: None <br />Wind: Calm to moderate <br />Ames: Continuing construction tasks for the Valley Leach Facility (VLF). <br />Planning: Continuing construction activities and scheduling for the VLF. <br />CONSTRUCTION ACTIVITIES AND PROGRESS: <br />1) Earthworks <br />A) VLF (PSSA, Phase 1, and 2) <br />Structural Fill: <br />The following Structural Fill haul to fill and grading activities occurred: <br />A Cat dozer prepared subgrade below stations HM4+00 to HM8+00 and JM2+00 to JM4+00. <br />A Cat dozer prepared subgrade above stations F28+00 to FM4+00 and below stations L10+00 to <br />LM2+00. <br />A GPS equipped Cat D6 dozer finished subgrade between stations 16+00 to 22+00 of the ADR <br />haul road. <br />A Cat excavator loaded Cat 740 haul trucks with Structural Fill from above station DMO+00. The <br />material was transported to stations F24+00 to F26+00 where a Cat dozer placed Structural Fill. <br />A Cat smooth drum roller compacted the fill area. <br />CC&V hauled material to the Dump 4 surge in Phase 2 using Cat 793 haul trucks. A Cat dozer <br />placed the Structural Fill between stations N20+00 and N22+00. A Cat smooth drum roller <br />compacted the fill area. <br />All of the above Structural Fill material was placed, compacted, and graded per the project plans <br />and specifications. <br />